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Home My WebLink AboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 J(;HIVIVtU Certification for Design Load Compliance BY Project Name: Pepj2er Park Boardwalks St. Lucie County Project Address: SRA-1-A St Lucie County North Beach Pepper Park Permit#: Occupancy Type: Construction Type: INSTRUCTIONS FOR USE: o This certification must be completed, signed, and sealed by the design professional of record. o Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) I o Residential Addition Any accessory structure requiring a building permit Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida +odes Zip ition with 20Supplements using ASCE 7-10 SeeNote 1 below 13 Structure Designed as (check one): _Enclosed _Partially Enclosed _Open Not Applicable Risk Category: _I _II _III _IV ExoosuYe Category: B _C _D Not Applicable 4. Design Wind Velocity 170 mph _ASD X LRFD End Zone Width: N/A it N/A R Roof Pitch: N/A :12 Parapet: N A �5. Mean Roof Height ft Not Applicable— �by Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Not Applicable ® Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: 7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Uve: Balcony: PSFNot Applicable Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings• PSF 8. Were Shear Walls Considered For Structure? Yes _Not Applicable Explain Why Not: Not Applicable This is for a pedestrian bridge and not a building 9. Is A Continuous Load Path Provided? R Yes _Not Applicable Explain Why Not: .tip. -Design Soil Bearing Pressure: PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: 1 certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design J�,WDate, ��CEl11S''�gTj�sie iS '0. .' W 9SiL�YF�nmt(?2p-�iEy ��15/12(is) Stefan K. Matthes, P.E. Print Name Culpepper & Terpening, Inc. 38723 Cert # & Co. Cert Auth. 2980 South 25th Street Ft. Pierce, FL 34981 Company Name & Address Al �'%%% Note• AASHTO LRFD Bridge Design Specs., 7 Ed. with 11111 2fFU7rWED=Structures Design Manual 1 <. N Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: Pepper Park Boardwalks Project Address: SRA-1-A, North Beach Pepper Park, St. Lucie County Permit#: Occupancy Type: Construction e This certification must be completed, signed, and sealed by the design professional of record. o Submit (2) copies for residential, (3) copies for commercial with all permi a�lrlvin foil PY o New Residences (single ormultl-family) i o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 2014 Building Sth Edition 1. DESIGN CODE: Florida g Code2-010. Edition with 20 14 Supplements using ASCE 7-10 2. Structure Designed as (check one): _Enclosed _Partially Enclosed X Open 3. Risk Category: _I X II _III —IV Exposure Category: _B X C _D 4. Design Wind Velocity 170 mph _ASO X LRFD End Zone Width: N/A ft 5. Mean Roof Height N/A ft Roof Pitch: N/A :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): N/A Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: JZ 7. Design Loads: Floor: N/A PSF Roof/Dead: N/A PSF Roof/Live: N/A Balcony: N/A PSF Q N/A N/A SOLb/LF Q Dock: 30 PSF Deck: 90 PSF Stairs: PSF Fence: PSF Railings: PSF �O � n 8. Were Shear Walls Considered For Structure? Yes g,NotApplicable Explain Why Not: ai 0j O U ti This is for a boardwalk which does not have walls 2 C., 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: cCZ C0 ^' C tm 10. Design Soil Bearing Pressure: See Below PSF Soil Test Reports Submitted? Yes Q� DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to corrkqoWt�i�tFILaftk; ble structural portions of the building codes currently adopted and enforced by St. Lucie (Dtlr*. y@IQVI%$t%Vtructural elements depicted on these plans provide adequate resistance to the design C h 0 Stefan K. Matthes Fla PE, 38723 %pj; NO 38723 :N; * 1 * Print Name Cert # & Co. Cert Auth. -p-* I I _ ; CrC Culpepper & Terpening, Inc. +��e�.' p yt�� 2980 South 25th Street, Ft. Pierce, F134981 rim �� ...... C` Company Name & Address AL SLCCDV MAIN# I)WI! Revised 3/15/12 (IS) Pile support design is based upon a conservative effective unit weight of 100 pcf - 62.4 pcf with a resultant 37.6 pcf, 28 degree friction angle and SPT blow count, N=5 blows/Ft.